Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 221
... components the wave can be simulated as time progresses . The auxiliary functions u ( t ) and v ( t ) are calculated along with the elevation using the appropriate heading - dependent value for the drift coefficient C ( w ) . Now ...
... components the wave can be simulated as time progresses . The auxiliary functions u ( t ) and v ( t ) are calculated along with the elevation using the appropriate heading - dependent value for the drift coefficient C ( w ) . Now ...
Page 375
... components resulting from axial loading and in - plane and out - of - plane bending , and is not simply related to the arithmetic sum of individual components for different loading modes . Previously , it has been common practice to ...
... components resulting from axial loading and in - plane and out - of - plane bending , and is not simply related to the arithmetic sum of individual components for different loading modes . Previously , it has been common practice to ...
Page 477
... components locally in each strip , SW - M separates them at the global ship level . The static component makes use of a heuristic formulation that blends the ship hydrodynamics in a cross flow and the ship hydrodynamics for small drift ...
... components locally in each strip , SW - M separates them at the global ship level . The static component makes use of a heuristic formulation that blends the ship hydrodynamics in a cross flow and the ship hydrodynamics for small drift ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave